BOND BEHAVIOR TEST AND BOND-SLIP CONSTITUTIVE RELATION BETWEEN FRP REBAＲS AND CONCRETE

Zheng Yuzhou; Yang Xing; Wang Wenwei; Zhang Yongkang

doi:10.13204/j.gyjz201506001

Volume 45 Issue 6

Aug. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(6): 1-6

Zheng Yuzhou, Yang Xing, Wang Wenwei, Zhang Yongkang. BOND BEHAVIOR TEST AND BOND-SLIP CONSTITUTIVE RELATION BETWEEN FRP REBAＲS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 1-6. doi: 10.13204/j.gyjz201506001

Citation:

Zheng Yuzhou, Yang Xing, Wang Wenwei, Zhang Yongkang. BOND BEHAVIOR TEST AND BOND-SLIP CONSTITUTIVE RELATION BETWEEN FRP REBAＲS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 1-6. doi: 10.13204/j.gyjz201506001

Citation:

PDF( 0 KB)

BOND BEHAVIOR TEST AND BOND-SLIP CONSTITUTIVE RELATION BETWEEN FRP REBAＲS AND CONCRETE

doi: 10.13204/j.gyjz201506001

Publish Date: 2015-06-20

Abstract

Abstract

The pull-out test was conducted on 30 specimens of fiber reinforced polymer ( FRP) rebars embedded into concrete blocks． The effects of FRP types，diameters of FRP rebars，bond length and concrete strength on bond behavior were investigated． Based on the test results，the bond-slip constitutive model and bond strength of FRP rebar-to-concrete interface were established，whose results were compared with test results． The test results showed that the failure mode was fracture or sliding out of FRP rebars． The most important factor on interfacial bond strength was type of FRP rebar． The calculated results indicated that the proposed model had a good agreement with the test data，which could effectively predict the interfacial bond strength and the relationship of bond shear stress and interfacial slip．
- FRP bars,
- concrete,
- pull-out test,
- bond behavior,
- bond-slip constitutive model

FullText(HTML)

References(0)

References

Relative Articles

[1]	WANG Jiaquan, WANG Menglian, TANG Yi, QI Hangxiang. Pullout Tests and Analysis of Reinforced Soil Interfaces at High, Medium and Low Pullout Rates[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 142-148. doi: 10.3724/j.gyjzG22091601
[2]	HUANG Jian, FANG Wei, SHI Lijun, JIANG Yougen, CHEN Guang. Numerical Simulations of Pullout Characteristics and a Calculation Method for Ultimate Pullout Resistance of Denti-Geogrids[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 187-193,110. doi: 10.13204/j.gyjzG21060212
[3]	ZHU Hongbing, ZHANG Na, YU Zhiwu, JIANG Lizhong, XU Wenkang. Bonding Mechanical Properties Between Ceramsite Concrete with Hybrid Fibers of Steel and Polypropylene and Threaded Rebars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 32-36,114. doi: 10.13204/j.gyjzG21071801
[4]	DENG Jun, HUANG Haifan, XIE Yan, CHEN Jianhua. RESEARCH ON BONDING PERFORMANCE BETWEEN REBAR AND POLYMER CEMENT MORTAR AFTER BEING SUBJECTED TO HIGH TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 51-55,62. doi: 10.13204/j.gyjzG20102907
[5]	YANG Zhao, DOU Nan, DONG Hao. EXPERIMENTAL RESEARCH ON BONDING PROPERTIES OF SHAPE-MEMORY ALLOY FIBERS IN HIGH DUCTILITY CEMENT-BASED COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 188-196. doi: 10.13204/j.gyjzG21022004
[6]	ZHANG Danping, QIN Shihong, LIAO Jingfeng, SHA Ou, ZHU Nianhu, XIAO Siwei. EXPERIMENTAL RESEARCH ON BOND PROPERTIES OF LARGE-DIAMETER PRESTRESSED STEEL STRANDS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 33-39. doi: 10.13204/j.gyjzG21081711
[7]	LUO Peiyun, LEI Yongwang, ZHU Binrong, ZHAO Weiping. EXPERIMENTAL RESEARCH ON INTERFACE BOND PERFORMANCES BETWEEN LSAW STEEL PIPES AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 77-84. doi: 10.13204/j.gyjzG20052008
[8]	ZHOU Lichen, LIU Li, LI Yaning, LI Xiaodong, WEI Xiao, XIAO Yao. EXPERIMENTAL RESEARCH OF HIGH TEMPERATURE EFFECT ON BONDING PERFORMANCES BETWEEN STEEL BARS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 73-80. doi: 10.13204/j.gyjzG20010803
[9]	CHEN Zongping, ZHOU Ji. COMPARATIVE ANALYSIS ON INTERFACE BOND PERFORMANCE OF HIGH-STRENGTH CONCRETE FILLED SQUARE OR CIRCULAR STEEL TUBE AFTER BEING SUBJECTED TO ELEVATED-TEMPERATURES AND SPRAY COOLING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 145-152. doi: 10.13204/j.gyjzG19121302
[10]	WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
[11]	MOU Yanling, JIA Bin, CHEN Baifan, HUANG Hui, LU Yonggang. EXPERIMENTAL STUDY OF SHEAR PERFORMANCE OF CFRP REINFORCED CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 160-165. doi: 10.13204/j.gyjzG19122806
[12]	WU Lei, YANG Wei, SUN Yuan, KANG Qiang, WAN Zhiming. EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 32-38,132. doi: 10.13204/j.gyjzG20011603
[13]	WANG Yanlei, WANG Mifeng, ZHANG Xue, XU Qingfeng. EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF GFRP BARS IN BFRP-CONFINED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 160-166. doi: 10.13204/j.gyjz202003028
[14]	Long Zhiqin, Mu Jianchun, Wang Zhigang, Xi Huifeng. EXPERIMENTAL RESEARCH ON THE DRAWING BEHAVIOR OF EMBEDDED STEEL L-BAR IN REINFORCED CONCETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 91-94. doi: 10.13204/j.gyjz201501017
[15]	Wang Xinling, Liu Yanbing, Li Zhaofeng, Su Huixiao. EXPERIMENTAL ANALYSIS OF DEBONDING FAILURE OF STRENGTHENING PRESTRESSED RC BEAM WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 6-9. doi: 10.13204/j.gyjz201410002
[16]	Kang Hongxing. RESEARCH ON THE PLANTED BAR BONDING PERFORMANCE UNDER THE CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 136-139.
[17]	Wang Bo, Bai Guoliang, Wu Shuhai, Feng Xiangdong, Li Jian. STUDY ON ULTIMATE BOND STRENGTH AND ANCHORAGE LENGTH OF THE REBAR IN THE RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 59-63,38. doi: 10.13204/j.gyjz201308013
[18]	Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
[19]	Xie Biaoyun, Yang Yong, Zhou Pijian, Cai Junwei. EXPERIMENT STUDY ON BOND STRENGTH BETWEEN CONCRETE AND NEAR SURFACE MOUNTED (NSM) CFRP RODS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 103-106,81. doi: 10.13204/j.gyjz201008024
[20]	Liu Zhongyu, Shang Yalong, Yan Fuyou, Zhang Qingwei, Ma Chongwu. EXPERIMENTAL STUDY ON BOND PROPERTIES OF GFRP BARS TO CEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 71-73,78. doi: 10.13204/j.gyjz200806019

Supplements(0)

Cited By

Cited by

Periodical cited type(12)

1.	李文龙，黄伟，方圆，张苛，谢巍. 纤维增强聚合物筋混凝土梁力学性能研究进展. 建筑结构. 2025(02): 116-125 .
2.	张宁，周健，李辉，徐名凤，陈智丰，刘成健. 海水环境下GFRP筋与低碱混凝土界面黏结性能研究. 混凝土. 2024(03): 12-16 .
3.	姜天华，万聪聪，颜斌. BFRP筋与钢-PVA混杂ECC粘结性能. 复合材料学报. 2023(06): 3499-3512 .
4.	张元港. 考虑各向异性材料的GFRP抗浮锚杆外锚固性能数值模拟分析. 江西建材. 2023(08): 295-298 .
5.	尹世平，华云涛，徐世烺. FRP配筋混凝土结构研究进展及其应用. 建筑结构学报. 2021(01): 134-150 .
6.	郑晨，张明义，白晓宇，王永洪，匡政. 大直径玻璃纤维增强聚合物复合材料抗浮锚杆外锚固性能试验及黏结-滑移模型. 复合材料学报. 2020(04): 896-906 .
7.	郑晨，白晓宇，张明义，匡政. 玻璃纤维增强聚合物锚杆研究进展. 玻璃钢/复合材料. 2019(04): 90-99 .
8.	高仲学，沈杨，王文炜. GFRP型材与混凝土湿粘结界面力学性能研究. 江苏建筑. 2019(05): 94-98 .
9.	张亚芳，刘浩，高照. 钢丝直径对双丝拉拔混凝土力学性能影响的三维数值模拟研究. 武汉理工大学学报. 2018(03): 42-47 .
10.	尹甜甜，刘华新，孔祥清，王学志. BFRP筋与玄武岩纤维再生混凝土粘结性能. 玻璃钢/复合材料. 2017(06): 68-74 .
11.	金清平，王璐，高永红. 不同加载路径下玻璃纤维复材筋黏结性能试验研究. 工业建筑. 2017(11): 10-14 . 本站查看
12.	郑宇宙，王文炜，李剑锋，韩国英. 复材格栅-高延性纤维水泥基受拉本构关系模型. 工业建筑. 2016(05): 12-17 . 本站查看